anaerobic digestion of ice-cream wastewater: a comparison of single and two-phase reactor systems

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Bull. Environ. Contam. Toxicol. (1995) 54:466-471 1995 Springer-Verlag New York Inc. iSn vironrnental Contamination and Toxicology Anaerobic Digestion of Ice-Cream Wastewater: A Comparison of Single and Two-Phase Reactor Systems R. Borja, 1 C. J. Banks 2 1Institute of Fat and Its Derivatives (C.S.I.C.), Avda. Padre Garcia Tejero, 4. 41012 Sevilla, Spain 2Environmental Technology Centre, Department of Chemical Engineering, U.M.I.S.T., Manchester M60 1QD, United Kingdom Received: 7 December 1993/Accepted: 8 August 1994 The anaerobic digestion of ice-cream wastewater, a complex substrate which includes milk proteins, carbohydrates and lipids, has received little attention. Work using an anaerobic contact system (Ripley and Totzke 1988) showed that at a 7.5-d hydraulic retention time (HRT), with an organic loading rate of 1.7 g COD/Ld and influent TSS (total suspended solids) of 5870 rag/L, the effluent COD was 628 rag/L, BOD was 91 mg/L and TSS was 674. Anaerobic filters have also been used (Marques et al. 1989) at organic loadings of 6 kg COD/m3d applied at a HRT of 0.42 day, with COD removals of 80%. Goodwing et al. (1990) showed that this waste was capable of being treated by the UASB process with granulation commencing after 60-70 days, and gas production ranging between 0.73 and 0.93 L CH4/g COD removed with loading rates between 0.7 and 3.0 g TOC/Ld. Two-phase anaerobic digestion is an innovative fermentation mode that has recently received increased attention. The kinetically dissimilar fermentation phases, hydrolysis-acidificationand acetogenesis-methanationare operated in two separate reactors (Ghosh and Klass 1978); the first of which is maintained at a very short HRT. The effluent from the first, acid-forming, phase is then used as the substrate for the methane-phase reactor which has a longer HRT or cell immobilization. The aim of this work was to compare the methane production capability and performance of a single-phase upflow fixed bed reactor with a two-phase digestion system. The two-phase digestion system consists of a completely mixed reactor for the acidogenic reaction and an upflow fixed bed reactor for the methanogenic reaction. Because of the high lipid content and COD of ice cream wastewater off site disposal has proved to be both expensive and poses problems to the receiving effluent treatment plant. For this reason the potential for a rapid anaerobic stabilization of the waste, with energy recovery in the form of methane gas, has been investigated in an attempt to minimize plant size and maximize gas production. Correspondence to: R. Borja 466

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Bull. Environ. Contam. Toxicol. (1995) 54:466-471 �9 1995 Springer-Verlag New York Inc. iSn v i r o n r n e n t a l

C o n t a m i n a t i o n a n d T o x i c o l o g y

Anaerobic Digestion of Ice-Cream Wastewater: A Comparison of Single and Two-Phase Reactor Systems R. Borja, 1 C. J. Banks 2

1Institute of Fat and Its Derivatives (C.S.I.C.), Avda. Padre Garcia Tejero, 4. 41012 Sevilla, Spain 2Environmental Technology Centre, Department of Chemical Engineering, U.M.I.S.T., Manchester M60 1QD, United Kingdom

Received: 7 December 1993/Accepted: 8 August 1994

The anaerobic digestion of ice-cream wastewater, a complex substrate which includes milk proteins, carbohydrates and lipids, has received little attention. Work using an anaerobic contact system (Ripley and Totzke 1988) showed that at a 7.5-d hydraulic retention time (HRT), with an organic loading rate of 1.7 g COD/Ld and influent TSS (total suspended solids) of 5870 rag/L, the effluent COD was 628 rag/L, BOD was 91 mg/L and TSS was 674. Anaerobic filters have also been used (Marques et al. 1989) at organic loadings of 6 kg COD/m3d applied at a HRT of 0.42 day, with COD removals of 80%. Goodwing et al. (1990) showed that this waste was capable of being treated by the UASB process with granulation commencing after 60-70 days, and gas production ranging between 0.73 and 0.93 L CH4/g COD removed with loading rates between 0.7 and 3.0 g TOC/Ld.

Two-phase anaerobic digestion is an innovative fermentation mode that has recently received increased attention. The kinetically dissimilar fermentation phases, hydrolysis-acidification and acetogenesis-methanation are operated in two separate reactors (Ghosh and Klass 1978); the first of which is maintained at a very short HRT. The effluent from the first, acid-forming, phase is then used as the substrate for the methane-phase reactor which has a longer HRT or cell immobilization. The aim of this work was to compare the methane production capability and performance of a single-phase upflow fixed bed reactor with a two-phase digestion system. The two-phase digestion system consists of a completely mixed reactor for the acidogenic reaction and an upflow fixed bed reactor for the methanogenic reaction.

Because of the high lipid content and COD of ice cream wastewater off site disposal has proved to be both expensive and poses problems to the receiving effluent treatment plant. For this reason the potential for a rapid anaerobic stabilization of the waste, with energy recovery in the form of methane gas, has been investigated in an attempt to minimize plant size and maximize gas production.

Correspondence to: R. Borja

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MATERIALS AND METHODS

In the single-phase anaerobic digestion, a 2-L fixed bed reactor was used. In the two-phase digestion system, the first unit (acid phase) was a 3-L completely mixed reactor for the acidification reaction and the second unit (methanogenic phase) was a 2-L fLxed bed reactor.

The fixed bed reactors were constructed of an 8 cm internal diameter acrylic plastic tube. The fixed bed reactors were random packed with 500 g of foamed clay of 5-10 mm diameter. The chemical composition and features of the support were described in detail elsewhere (Fiestas et al. 1990). Internal mixing was achieved by recirculating biogas using a time-controlled peristaltic pump operating for 15 min every hour. The digesters were maintained at a constant temperature in a thermostatic chamber at 35 ~ Feed was added through the botton and effluent withdrawn from the top. The biogas produced was continuously collected and measured indirectly by saline water displacement in Boyle-Mariotte's flasks.

The digesters were inoculated with biomass from an industrial anaerobic reactor processing dairy wastewater. The composition of the biomass was: TSS, 47.5 g/L; VSS (volatile suspended solids), 36.5 g/L.

The composition and features of the ice-cream wastewater used were: pH, 5.1; COD, 5.2 g/L; total solids (TS), 3.9 g/L; volatile solids (VS), 2.6 g/L; TSS, 3.1 g/L; VSS, 2.1 g/L; total volatile fatty acids (VFA), 185 mg/L; acetic acid, 130 mg/L; propionic acid, 50 mg/L; butyric acid, 22 mg/L; alkalinity, 0.22 g CO3Ca/L; nitrogen (NH,+), 15 mg/L; phosphorus (PO,3-), 14 mg/L; proteins (%), 0.033; carbohydrates (%), 0.21; polyols (%), 0.001; starch (%), 0.001; saturate fat (%), 0.046; mono-unsaturate fat (%), 0.015 and polyunsaturate fat (%), 0.0O2.

The completely mixed and fixed bed reactors were seeded with 1.0 and 0.65 L of inoculum, respectively. There was an initial acclimatization period, in which the acid-phase reactor (completely mixed) was operated at loading rates equivalent to HRTs between 0.5 and 0.2 d to achieve a pH in the range 4.9-5.4. The effluent from the acid-phase was used as the substrate for the methanogenic phase and during the acclimatization phase HRT's between 1.5 and 5 d were maintained in the second-phase reactor.

Analytical procedures were performed using Standard Methods (APHA 1985). VFA concentrations were measured daily by gas chromatography (Borja et al. 1992). Biogas composition was determined using gas chromatography with a stainless steel column (200 x 0.3 cm) packed with active carbon (30 to 60 mesh) using thermal conductivity detection.

All values reported represent the average values for results from experimental

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runs under steady-state condition, which was indicated by constant (+ 5 %) methane production, pH, VFA concentration and COD of the effluents measured at each case.

RESULTS AND DISCUSSION

During the experimental run the acid-phase reactor was operated at a loading rate equivalent to an HRT of 0.3 d and its effluent used as the substrate for the methanogenic phase so as to maintain an HRT of 1 d. Both reactors were batch fed once a day and prior to feeding, each reactor was thoroughly mixed and the support medium then allowed to settle. A fixed volume of effluent was then withdrawn and an equal amount of feed material added.

Steady-state performance data from the two-phase system is presented in Table 1. A methane yield of 0.345 L CI-L/g COD added and a methane production rate of 1.02 L CH4/Ld could be obtained at a system HRT of 1.3 d. As expected, acidogenic fermentation was predominant in the first-phase reactor, whereas methanogenesis predominanted in the second-phase reactor, as indicated by culture pH, methane production, and effluent VFA concentration.

Table 1. Performance of a two-phase digestion system at an HRT of 1.3 d (0.3 d for acid phase and 1 d for methane phase).

Operating conditions Acid Methane Total phase phase system

Loading rate, g COD/Ld 17.3 5.0 4.0 Methane production rate L CI-L/Ld 0.69 1.53 1.02 Methane yield, L CHJg COD added 0.04 0.305 0.345 Methane content (%) 34 64 Effluent characteristics: pH 5.1 7.0 7.0 COD (g/L) 5.0 0.55 0.55 VFA (total as acetic) 1820 140 140 Acetic acid (mg/L) 1150 85 85 Propionic acid (rag/L) 550 45 45 Butyric acid (rag/L) 275 25 25

The effluent total VFA concentration from the fast-phase reactor increased to 1820 mg/L (as acetic acid), 10 times higher than that of the influent. Acetic, propionic and butyric acid concentrations increased 10, 9 and 12 times respectively, over those of the influent. Thaner et al. (1977) reported that the formation of products such as propionate or butyrate provided the energetically more efficient routes.

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As expected, the effluent total VFA concentration of the second-phase reactor decreased to 140 mg/L (as acetic acid). Acetic acid was also the predominant VFA in the effluent.

The average methane content of the biogas generated in the first-phase reactor was 34%, whilst that in the second-phase fixed bed reactor was 64%. The acidogenic reaction in the first-phase reaction only reduced the overall COD by 4% as might have been expected by the low methane yield.

The results obtained from the two-phase digestion were compared with those of the single-phase anaerobic digestion (fixed bed) using similar feed materials. The fixed bed reactor was operated at HRTs of 1 and 1.3 d at 35 ~ again using a batch feed system similar to that used for the two-phase system.

Table 2. Performance of a one-phase digestion system using fixed bed reactors at HRTs of 1 and 1.3 d.

Operating conditions and results l d 1.3d

Loading rate, g COD/Ld 5.2 Methane production rate L CI-l,/l_xl 1.06 Methane yield, L CH,/g COD added 0.205 Methane content (%) 60 Effluent characteristics: pH 6.9 COD (g/L) 0.65 VFA (total as acetic) 205 Acetic acid (mg/L) 105 Propionic acid (mg/L) 85 Butyric acid (rag/L) 45

4.0 1.40 0.350

61

7.1 0.45

130 70 45 20

Steady-state performance data from the single-phase fixed bed reactor is presented in Table 2. The methane yields of 0.20 and 0.35 L CI-L/g COD added were obtained at HRTs of 1 and 1.3 d, respectively, and corresponded to methane production rates of 1.06 and 1.40 L CHdLd.

From the results obtained with single and two-phase digestions at a HRT of 1.3 d, both the methane production rate and the methane yield for the single phase system was higher than that of the two-phase digestion system. It appeared that by comparing the whole system performance at 1.3 d HRT the two-phase digestion of ice-cream wastewater had no advantages over the one-phase digestion in terms of the methane production rate and yield.

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The effect of phase separation was evident in the runs performed at 1 d HRT for the fixed bed reactors used in both single and two-phase systems. A maximum methane production rate of 1.53 L CI-I,/l_xl and methane yield of 0.305 L CI-h/g COD added were obtained with the fixed bed reactor at an HRT of 1 d during the methanogenic phase of the two-phase system, whereas only 1.06 L CI-L/Ld and 0.205 L CHJg COD added were obtained under the same conditions during the single-phase high rate digestion. At a 1 d HRT, the acidogenesis pretreatment prior to the methanogenic phase resulted in up to a 7 % increase in biogas methane content, a 44% increase in volumetric methane production rate, and a 49% increase in methane yield, over the single-phase digestion. Separate acidogenesis performs a metabolic buffer function (Cohen 1982), thereby producing an effluent of constant quality; this results in an increased stability and a higher biogas production rate in the subsequent methanogenic phase.

The results presented indicate that an anaerobic pre-treatment of high lipid containing wastewater is both possible and practicable. Separation of the phases of the degradation into two stages improves process performance, increases biogas yield and has shown better stability than a traditional single phase anaerobic digester.

The implications of these findings is likely to increase the confidence of manufacturers of dairy related products in the process of anaerobic digestion both as a cost saving wastewater pre-treatment option and for energy recovery.

Acknowledgments. The authors are grateful to the Departamento de Postgrado y Especializaci6n of the CSIC (Spain) for their fmancial support in the realization of this work.

REFERENCES

American Public Health Association (1985) Standard Methods for the Examination of Water and Wastewater, 16th ed, APHA, Washington, D.C., USA

Borja R, Martin A, Alonso V (1992) Influence of the microorganism support on the kinetics of anaerobic fermentation of condensation water from thermally concentrated olive mill wastewater. Biodegradation 3: 93-103

Cohen A (1982) Optimization of anaerobic digestion of soluble carbohydrate containing wastewaters by phase separation. Phi) thesis, University of Amsterdam

Fiestas JA, Martin A, Borja R (1990) Influence of immobilization supports on the kinetic constants of anaerobic purification of olive mill wastewater. Biological Wastes 33:131-142

Ghosh S, Klass DL (1978) Two-phase anaerobic digestion. Process Biochemistry, April: 15-24

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Goodwing JAS, Wase DAJ, Forster CF (1990) Use of upflow anaerobic sludge blanket reactor to treat acetate rich waste. Biological Wastes 32:125-144

Marques DM, Cayless S, Lester JN (1989) An investigation of start-up in anaerobic filters utilizing dairy waste. Environmental Technology Letters 10: 567-576

Ripley LE, Totzke DE (1988) Bench-scale evaluation of the anaerobic contact process for treating ice-cream novelty wastewater. Proc Ind Waste Conf, p. 561-567, Purdue

Thauer RK, Jtmgermann K, Decker K (1977) Energy conservation in chemotrophic anaerobic bacteria. Bacteriol Rev, 41: 100-180.

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